00-1363-001 REV./
FIRPR M TRUSS BY MILDER _ - REV./ REV./ f
F: SGC�14R Hn F gGff - 2x4 STD. _ _ _ _ ^ ;
REF: N BOTTOM = 2x4 �. _ _ _ GENERAL INFORMATION if
AN READ ALL NOTES.TRUSSES WILL NOT BE
54-0-0 p TOP = 2x4 MI1`i. 12 _ _ I ___
MANUFACTURED WITHOUT APPROVAL OF THIS
�-7-0 16 1 ■ 6.0 DRAWING. •'S
3-2-0 3-2-0 20-4-0 2,.
.. � � � • - - - � � _-, "itJ�N1N3ANOfNS1RUCITONS. THOSE
17„4,0 •1 1 V` / 3/4� INSTALLING AND USING THESE COMPONENTS Z.
2-6 0 '1� -�� ._._ MUST READ AND FOLLOW THE WARNINGS AND
I 1
,y ELEV. 9� INSTRUCTIONS INCLUDED IN THE DELIVERYv
AND ENGINEERING PACKAGE.DO NOT INSTALL
OR USE THESE COMPONENTS UNTIL THE FULL
r
C Q Q Q • • DELIVERY PACKAGE IS RECEIVED AND ALL THE
04 to ' w ' ' TRUSSES ARE VERIFIED FOR ACCURACY.REFER
�
! ..
J SUMMARY
`Lz�mv-b�$�'c INSTITUTE RECOMENDATIO S) ADNN
*cow m ELA t IDUAL
J1 EL t0'.�' • TRUSS DESIGNS FOR IMPORTANT INFORMATION
J1 4 REGARDING BRACING AND INSTALLATION
�\ cl GUIDELINES.
4
Cl) J3 V_ THE
j SOUGHTION MATTERS PROFESSIONAL
ELATING TO BEARING
g:12056# �' SUSS END DETAIL OR REGISTERED ARCHITECT MUST BE
J1 117 - 2056 H5 — DESIGN,ANCHORAGE,BRACING,INSTALLATION
w !\,��� -111 q AND USE OF COMPONENTS. DADE TRUSS
COMPANY IS NOT RESPONSIBLE FOR THESE
X1� MATTERS. A PERMIT FROM TH'r BUILDING
a Z 4• CS1 15
J-3
- xc H7A a TC)`:1'TO F a.".-s'• m DEPARTMENT IS REQUIRED TO INSTALL THESE
2 X 6 T.4 C;11 OUP COMPONENTS.DO NOT INSTALL THESE
COMPONENTS UNTIL ONE IS OBTAINED.
i !
J5 •� II .- - H9A \ � � �S _ CONTRACTOR MUST +'JHERE TO ALL Bli!LDING
I p - 16
CODE REQUIREMEh t`f REGARDING THE
i INSTALLATION AND USE OF TRUSSES.
2- '• — _ _ _ T2�1 \ ` 1'J IHSTALLATIONAND US c. DO NOT CUT OR ALTER
j}., TRUSSES.DO NOT INS!1•J.L OR U:3E DAMAGED
T23 j X �. 1 IR• _ / _ r TRUSSES AND REPORT ANY INSTALLATION_TRUSSES f
%�' - � � � E`' ' ' - TO FABRICATOR. PROPER INSTALLATION AND i
1 , EL • r�'-�• � USE OF THESE COMP^`! NTS IS THE SOLE
5-4-0 I it II ! - i ? TT,tot�TO TMCENE C �4�r 2� •I RESPONSIBILITY OF THOSE PERSONS INSTALLING
/ / q■ - AND USING THESE COMPONENTS. DADt TRUSS
_ - I I/ I"• 08 COMPANY,INC.IS NOT RESPONSIBLE FGR THE
H1 N 1 { ' �� H -1 �,_6•" `� PWAB Uk= TRWE6 a 14" LIABILITIES THAT MAY RESULT FROM FIELD
N qLD 1 O IW 2 X 6 TOP CHCM T�v�t STORAGE,MISUSE OR IMPROPER INSTALLATION
H1 ze-111 HO9 �� ` ?WVA Ov- o•R�I OF THESE COMPONENTS WHICH MAY RESULT IN
FAILURES,BODILY INJURY,LOSS OF PROPERTY
'`:QA'c rN� � 1�'�• _� AND/OR LIFE. TRUSSES MUST BE INSTALLED BY
CONTRACTORS WITH SUFFICIENT EXPERIENCE IN
H1 N •� -� - -� - - - - H10 4X10 / TRUSS INSTALLATION AND HANDLING.
N N N N N N N N ~ ERECTION SUPERVISION IS REQUIRED BY A
(7 FN_. 1N- I.N.. H F- H i-- F- U' PROFESSIONAL ENGINEER OR REGISTERED
- T19
ARCHITECT FOR TRUSSES OVER 40 FEET IN
H1
_ ��'- LENGTH. NO ALTERATION OF THE TRUSSES
r O O •d• IS ALLOWED WITHOUT PREVIOUS APPROVAL OF
C _ TRUSSES MANUFACTURER.ANY UNAUTHORIZED
- _ T21 .�■ y ALTERATION,REPAIR OR MODIFICATION OF
N II Z'-j' �j2A'M\�1C1 1��R THE TRUSSES WILL CAUSE DADE TRUSS COMPANY . .
M T21 3�yLL> La� �J TO RELINQUISH RESPONSIBILITY FOR THE
T1 STRUCTURAL SAFETY OF THOSE TRUSSES AND
TO NOTIFY THE BUILDING OFFICIALS.
•
N O THIS IS A TRUSS PLACEMENT DRAWING ONLY
TRUSSES SHOWN ON 'y1!it
I
T20 PART OF THE STRUCTURE. THIS PLAN P COMPONENT
ANN , ;�•,
Y
IDENTIFIES TRUSS LOCATION, INSTALLER •
MUST REFER TO INDIVIDUAL ENGINEERING
Ti 1 INDIVIDUAL q DRAWINGS FOR PROPER IDENTIFICATION
OF TRUSSES.
Tit
T20
BRACING. ERECTION AND PERMANENT BRACING
r WHICH IS ALWAYS REQUIRED ARE THE
Tit i RESPONSIBILITY OF THE CONTRACTOR NOT THE
TRUSS FABRICATOR.REFER TO INDIVIDUAL
H9 TRUSS DESIGNS AND ARCHITECTURAL OR
ENGINEERING DRAWINGS FOR ADDITIONAL '..
T1 L� LIB 2315# REFER .•+,.`
2315# � BRACING REQUIRED TO BE INSTALLED
-1276 5# H7 - — D ,3 - .,
-1276 I _- UR�iJG'riE"TI�iJ TO ARCr ii t i''TURAL
DRAWINGS FOR BRACING REQUIRED TO RESIST
_ i► _ _ _ _ _ - ---- WIND AND OTHER SPECIFIC LOADING " g
J5 CONDITIONS. PERSONS ERECTING TRUSSES ARE N 41
CAUTIONED TO SEEK PROFESSIONAL ADVICE
\A \ Q J5 REGARDING ERECTION BRACING WHICH IS
4 ALWAYS REQUIRED TO PREVENT TOPPLING AND ` •' i
HS
a ~ J3 COLLAPSING DURING INSTALLATION.TRUSSES
Q
J3 n J3 LI1 LO J3 STRAIGHT AND PLUMB POSITION.
n n �._
V4A ' J1 J1 BEARINGS. ALL BEARINGS.BEARINGS DESIGNS, a -'
-� J1 BRACING AND ANCHORAGE,ARE RESPOSIBILITY
J1 V8 OF THE PROJECT DESIGNER,REFER TO
H18 'r M `A ~ h in INTERIOR TRUSS DESIGNS FOR REACTIONS AND
O`�.S
UPLIFTS. TRUSSES MAY NOT BEAR ON ANY
INTERIOR WALL OR PARTITION UNLESS
-ate 1 "3 - DESIGNED FOR SAME.
Q
GIRDERS. GIRDER PLIES SHOULD BE FIELD
J1 J1 T20 ,,,._ R-- - �" CONNECTED BY BUILDER AS SHOWN IN THE
701-�• INDIVIDUAL ENGINEERING DESIGNS.
M V) co ' CV f20 sI I J1� L `i'1 SPACING. TRUSS SPACING 24"O.C.UNLESS
OTHERWISE NOTED ON LAYOUT.
n
NTL ONTS Q
9 HANGERS. TRUSS MANUFACTURER WILL ONLY
CO) T2O SUPPLY STANDARD LIGHT GAGE TRUSS TO TRUSS
TH S REVIEW DO NOT
�- CD9FfCTSONS CR° Fr.r+UE h PACKAGE AND ONLY FOR SPANS OVER 12'.
y ' CONNECTORS AS SHOWN IN THE ENGINEERING
3-3-0 8-10-0
3-3-0 �\\ - t• `�- RECUIREb�ENTS CT Tf n „F, (N'.
THIS CHECK IS ONLY
T20 CONCEPT AND GENERni. 0% ALL HANGERS REQUIRED FOR TRUSSES OF LESS
15-4-0 18 4-0 CONFIRM NG AND CORRELAW,'G I !
THAN 12'IN SPAN AND WITH REACTIONS OF
€ELECTING FABRICATION PR ° " ' LESS THAN 600 POUNDS MUST BE SUPPLIED
H9 CONSTRUCTION:COGROIN;TIt,I BY BUILDER. ALL CONNECTIONS REQUIRING
TP.ADES:AND PERFOR`AINU HIS ijC4 ,<I. A E. SPECIALLY MANUFACTURED HANGERS ARE TO
FlANNER. BE SUPPLIED BY BUILDER.
�I 2315# ;
2315# ^'
Q -1276
H7�� Fola APPROVAL OD FI(,AI r0 T>( �I
o? -1276 r CL+Tr c Tr 4 ;' > ACCEPTANCE AND APPROVAL. ALL DIMENSIONS,
SUBMISSIONS OR AS off tY f' TO T"I",OR v '' _
to
J5 aUBMISS;ON,ANY OTHER MUD r-VI
QUANTITIES,LOADING AND DETAILS ON THIS
CONTRACTOR OF PREVIOUSLY�1CVl i) ��+ ` �''I I `'�,'t�� .j PLAN AND ON INDIVIDUAL TRUSS DESIGNS MUST
J5 DISAPPROVED,R IS UNDeasTOOD tt r E.':(;.
BE REVIEWED AND APPROVED BY THE PROJECT
SUBpAITTxL IS NOT TO BE CGN3Ttii% D S" i"' `+'"I' '�F T CD01TIp ORKORCOST. ARCHITECT,ENGINEER AND/OR CONTRACTOR
t41
BEFORE FABRICATION. BY ACCEPTING,
J3 ^ ��o a',,rr.,NING ORAUTHOR!'.iNG FOR FAEF.ICAT!::'7
V J3 �/ T -
DATE
4 r TRUSSES DESCRIBED 1N THIS uY •vlNr
�" !II
NF.2UYER OR BUYER'S REPR�S r+ 'F t
A':PEPTS ALL l:C��:^llt�`•;S.•_)-...Vn?'v 'c4a=ud.
1 J1 TRUSS PLACEMENT PLA_P1,-,ND
_`7�, f - INDI`:'DUAL TRUSS DESIGN-- i
�., '� BY: AND ��
. I
ra ' .., tii ' -a -� N61NGF1�"t� L>S°. II ACCEPTEi': 6►F'F•`'OVI"
-
THE RIDHA!iD - BRAND:OIV DATE:
- JIM-213 6C` 1117-0507.011 ffi PARKS G: ?E VILLAGE- '--
- °"°^' 20.4.0 a ST402-26 7 97-62-3 .0'- CUSTOMERTHE RICHARD BRANDON
----
33.8-0 20 "` A- :. I 1 JHA d -0 !
(B] EHUH2a-N 8 934020$.09 -
MODEL 'A ' _DA;� 10-20-00
64-0-0 2x6 lmem LOT( Lv 2 )
161 EHUH2" s 97-0071161;. GARA�`. IE RIGHT LOT .Z BLOCK_
2xa "learn f JOB ADDR. PARKSIDE VILLAGE
['] 2x6 (amem a 517-020$.f~, }'1 ARCHITECTSo i ca' ONGO ARCHS
, L_ 3
[0] EHUH211-2N 8 9`7-0206.
2xa ;r~e�] DESIGN DATA: TRL° s DESIGNER`-�OFlRECORD:
[fl] EHUH28a14 8 97-0205.03 SRLURDO� A�yJURRDO P4E' $ f,-- .
2x6 3mem LORDING CRITERIR ( S.F.B.[ 1 y F . n
t 1 1 EHUH28-3N 0 97-0205.03 f R 1vO
ROOF LIVE: 30 PSF ROOF RD: 25 PSF
2x8 3mem FLOOR LIVE: 40 PSF FL 00' OERD: 15 PSF
WIND LORDING CRITERIR: t .SCE 7-931 •�` L f DADE TRUSS COMP.trk.Y INC.
d'�}} �.'� f 6401 N.W.74 AVE.*2d:1VIt,x1..1 33166
1 ' ` At +alt)?
•
WIND DESIGN VELOCITY: _ MPH ��' s� \:!` g� DARE(305)592-8245
NOTE: For hanger nailing pattern and WIND DURATION FACTOR: 1.3 �+1����Y�,a
ca' acity.soo Havver Schedule. EXPOSURE: Q_ CATEGORY. _ _ BROWARD462-8688
• DESIGN ELEVATION: \IAEUE_F ;� ,, WATTS 1 800 56•�s4^
( Egg Pm8® 6B a"md hranga I11OA.� DEAD LORD FOR UPLIFT: 10 9S �cn � RC
S C A L.E : 1 /� " - 1 , _ �" _ IMPORTANCE FACTOR: 1.05 ,^ FAX 477-8092
TRUSS I_RYOUT
ROOF.............. ------'